Traffic engineering and management is a first level post graduate course in Transportation Systems Engineering.
The course introduces the concepts of characterizing traffic, various modeling approaches, and design of facilities to control and manage traffic.
The course is designed in a modular fashion so that each module will introduce the underlying principles, current practice, ample numerical illustrations, and few case studies of broad areas of the subject.
The modules are sequenced in such a way that the course first introduces simple, but fundamental characteristics of traffic and move gradually to complex traffic management concepts.
The last module is devoted for advanced and specialized traffic facilities. Although the major focus of the course is urban vehicular traffic, some effort is taken to show how these lessons can be applied to other modes as well.
A key feature of the course is that it is well knit with the current design and analysis practice stipulated in both national and international codes, standards, and manuals.
Introduction to traffic engineering: Road user characteristics, human and vehicle characteristics;
Fundamental parameters and relations of traffic flow: speed, density, volume, travel time, headway, spacing, time-space diagram, time mean speed, space mean speed and their relation, relation between speeds, flow, density, fundamental diagrams;
Discrete simulation models: Cellular automata concepts, discretization of time and space, rules for acceleration, deceleration, randomization, and vehicle updation.
04
5.
Uninterrupted flow:
Capacity and Level of service LOS: Definitions, highway capacity, factors affecting LOS, HCM methods;
Principles of traffic control: Requirements, basic driving rules, priority movements, principles of traffic control, intersections conflicts;
Traffic signs and road markings: Regulatory, warning, and information signs; longitudinal, transverse, and object marking;
Uncontrolled intersection: Level of service concept, priority streams, confliting traffic, critical gap and follow-up time, capacity, queue length, control delay;
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